P00001 Vermilion.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The Purpose of this Amendment is to Extend due Date, update the SOW, attached Questions and Answers and list site visit and roll call.

Please see Summary of Changes and Attachments for more details.

Please Note on SOW Changes.

The changes include the additional of the REC “Record of Environmental Consideration” for the project as well as a new alignment for the access road to the project site on sheet G-003 of the plans.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P422B0016

X 9B. DATED (SEE ITEM 11)

12-Jul-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

U0001

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

05-Aug-2022

CODE

U.S. ARMY ENGINEER DISTRICT, BUFFALO

1776 NIAGARA STREET

BUFFALO NY 14207-3199

W912P4 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P422B0016

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Roll Call of site visit

1) Lex Barker

2) Ken Mackay

3) Dustin Tellinghuisen

4) Lee Howley (resident)

5) Mayor Jim Forthofer

6) Tony Valerius (city)

7) Ralph Farver (Ryba Marine)

8) Jessie Loucks (Cleveland office)

9) Andre Hampton (PAO)

10) Paul Farrell

11) Joe Bailey (Great Lakes Dock and Material)

12) Tom Mullenhour (Cleveland Office)

13) Craig Smith (Mark Haynes Construction)

14) Drew Gang

15) Dave Swiatek

16) Joseph Kasperski

17) Mike Pasche (Luedtke)

18) Joe Lotz

19) Russ Wahlay

20) Jim Wilson (Ryba Marine)

21) Mark Gradel (Geo Gradel)

22) Shanon Chader

23) Melissa Price (Erie MetroParks)

24) Mark Malone (Erie MetroParks) Please see Attachments for new SOW and Q&A's.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 11-Aug-2022 02:00 PM to 16-Aug-2022 02:00 PM.

(End of Summary of Changes)

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CERTIFIED FINAL - RTA

W912P422B0016

VERMILION OHIO

WEST PIER REPAIR

FY22

PLANS & SPECIFICATIONS

29 JUNE 2022

VERMILION WEST PIER REPAIR VERWPIER

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 20 04/14 DIVING

01 11 00 08/15 SUMMARY OF WORK

01 22 00 01/17 PRICE AND PAYMENT PROCEDURES

01 32 16 11/09 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 13 07/06 SPECIAL PROJECT PROCEDURES

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 11/16 QUALITY CONTROL

01 45 00.15 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 08/11 CLOSEOUT SUBMITTALS

DIVISION 31 - EARTHWORK

31 00 00 01/10 PROJECT SURVEYS

31 05 22 06/06 GEOTEXTILE

31 32 23 02/10 PIER REPAIR

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1000

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 20

DIVING

04/14

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DOCUMENTATION

1.4 QUALITY CONTROL

1.5 DIVING PLAN

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 DIVING OPERATIONS

3.1.1 Numbers of Persons for Dive Teams

3.1.1.1 Standby Diver

3.1.1.2 USACE Dive Inspector

3.2 DIVING WORK

-- End of Section Table of Contents --

SECTION 01 10 20 Page 1001

SECTION 01 10 20

DIVING

04/14

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASSOCIATION OF DIVING CONTRACTORS INTERNATIONAL (ADCI)

ADC Manual Manual of Safe Practices in Commercial Diving

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards Subpart T

29 CFR 1910.420 OSHA Safe Practices Manual

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Diving Plan; G, AO

SD-07 Certificates

Training, Qualifications and Medical Certificates

Safe Practices Manual

Emergency Management Plan

1.3 DOCUMENTATION

a. All diving activities must follow Section 30 (Diving) in EM 385-1-1.

Submit a diving plan for all diving phases and aspects of the inspection and construction operations to be performed under this contract within 40 calendar days following receipt of Notice to Proceed. The requirements for the diving plan submittal must be in accordance with in EM 385-1-1, Section 30.A.16. Diving must not be performed prior to the plan being approved by the Buffalo District Dive Coordinator.

SECTION 01 10 20 Page 1002

b. Submit all required certification and data in accordance with EM 385-1-1, Sections 30.A.05 through 30.A.09, 30.A.15, and 30.A.18, at least 30 calendar days prior to commencing diving operations. The sections stated reflect the minimum requirements.

1.4 QUALITY CONTROL

Establish and maintain a quality control system for all operations performed under this Section to assure compliance with contract requirements and maintain records of its quality control for all operations performed, including, but not limited to the following:

a. The most stringent requirements of referenced standards identified and complied with.

b. All required submittals satisfactorily made and work performed in accordance with approved dive plan.

c. All diving teams composed of the required numbers of persons of each classification.

d. Observance of safety regulations, as noted in the ADC Manual, the Manual of Safe Practices in Commercial Diving, 29 CFR 1910.420 of the OSHA Safe Practices Manual, and Subpart T of 29 CFR 1910 of the Occupational Safety and Health Standards.

1.5 DIVING PLAN

If diving operations will be performed, submit a diving plan for all diving phases and aspects of the inspection and construction operations to be performed under this contract within 40 calendar days of contract award.

The requirements for the diving plan submittal are described in EM 385-1-1.

Do not perform any diving prior to the plan being approved by the Buffalo District Dive Coordinator.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 DIVING OPERATIONS

Conduct all diving operations in accordance with the most stringent standards specified in this Section and referenced in the Article "REFERENCES" of this Section. (Up-to-date standards take precedence over out-dated standards.) Within EM 385-1-1 those provisions pertaining to contract diving operations apply to this contract. Maintain on-site, complete copies of all dive plans, diving standards, manuals, memorandums, all activity hazard analysis (AHA), training, qualifications and medical certificates for divers, Safe Practices Manual, Emergency Management Plan, and regulations it is required to comply with and make them accessible during normal working hours to all persons engaged in the work on this contract, including Government and regulatory personnel.

3.1.1 Numbers of Persons for Dive Teams

Every dive team performing under this contract must be composed of not less than the number of persons of each classification specified in EM 385-1-1.

SECTION 01 10 20 Page 1003

3.1.1.1 Standby Diver

The required standby diver on every dive team must, without exception, be a diver at the dive location who is on the surface, out of the water, and available to assist divers in the water. A standby diver must be dressed for immediate entry into the water.

3.1.1.2 USACE Dive Inspector

Dive operations must not start without the presence of a USACE Dive Inspector.

3.2 DIVING WORK

Describe the unique functions, responsibilities and safety precautions applicable to the dive team for each component of the work in detail in the diving plan, the work plan and the Accident Prevention plan for this contract. Stringently monitor and executed all diving operations. The Contractor is responsible for the safety of the work, the workers and other persons present during all construction operations.

-- End of Section --

SECTION 01 10 20 Page 1004

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 LOCATION

1.2 WORK REQUIRED

1.3 DIVING

1.4 REFERENCE DRAWINGS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Vermilion West Pier Reference Drawings

Survey of the harbor

SECTION 01 11 00 Page 1005

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

a. This section is intended for the sole purpose of providing a general description of the major items of work to be performed. Any omission from this section will not relieve the Contractor from performing any work required. Specific requirements for performing the work are provided in the other sections of the specifications.

b. Some of the work will require submittals that require Government approval before the work may be started. This includes, but is not limited to, various plans, including safety, indicating how the work will be accomplished.

1.1 LOCATION

The project is located in Vermilion, Ohio, on the west pier, at the mouth of the Vermilion River. The work limits are as shown.

1.2 WORK REQUIRED

a. The project is the repair of a portion of the west pier, to include removal and reinstallation of large cut stone.

b. The general requirements for the project consists of the following items below. The items listed may not be in the required order of the work. See section 01 35 13 SPECIAL PROJECT PROCEDURES.

(1) Removal of the existng navigation light. The Contracting Officer will determine if removal of a portion of the existing concrete slab and stone is needed for evaluation of the existing foundation.

(2) Removal of large cut stone from the pier, down to limits shown on contract drawings.

(3) Removal of cover stone, core stone, and crib fill, from on top of the existing crib and some upland material, within limits shown on contract drawings. Separate and stockpile all materials for possible re-use.

(4) Constructing a new rubble mound structure adjacent to the existing pier.

(5) At crest of the new rubble mound, place existing cut stones, similar to the preconstruction project conditions.

(6) Multiple surveys are required as the various removals and placement of materials is performed.

SECTION 01 11 00 Page 1006

1.3 DIVING

Diving may be performed, if it is determined to be necessary by the Contractor. If diving will be performed, see section 01 10 20 DIVING, and clearly identify all diving activities in the 'Schedule of Work' submittal required in section 01 35 13 SPECIAL PROJECT PROCEDURES.

1.4 REFERENCE DRAWINGS

Following this section is the attachment 'Vermilion West Pier Reference Drawings', showing historical information regarding pier construction and repairs. Also attached is the Survey of the harbor from 2020 with all channel coordinates

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 1007

2.72.7

7.9

10.2

11.5

12.1

10.1

N

SCALE IN FEET

N

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

01/17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SINGLE JOB PAYMENT ITEMS

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 Closeout Submittals (As-built and Record Drawings and files)

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 Removal and Storage of Large Cut Stone

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.4 Reinstallation of Large Cut Stone

1.3.4.1 Payment

1.3.4.2 Unit of Measure

1.4 UNIT PRICE PAYMENT ITEMS

1.4.1 Stone

1.4.1.1 Payment

1.4.1.2 Measurement

1.4.1.2.1 Method of Determining Weight with Delivery by Vessel or

Barge

1.4.1.2.1.1 Displacement Gauges

1.4.1.2.1.2 Gauging Tables

1.4.1.2.1.3 Reading of Draft Gauges

1.4.1.2.1.4 Uniform Loading

1.4.1.2.1.5 Readings in Still Water

1.4.1.2.1.6 Leaks

1.4.1.2.1.7 Variations During Unloading Operations

1.4.1.2.1.8 Carrier Designations

1.4.1.2.1.9 Verification of Measurements

1.4.1.2.2 Carriers Not Measured

1.4.1.2.3 Method of Determining Weight with Delivery by Truck

1.4.1.2.3.1 Scales

1.4.1.2.3.2 On-Site Scales and Weigh Scale Certification

1.4.1.2.4 Determination of Excess Armor Stone

1.4.1.2.5 Surveys for Excess Volume

1.4.1.3 Unit of Measure

1.4.2 Geotextile

1.4.2.1 Payment

1.4.2.2 Measurement

1.4.2.3 Unit of measure

PART 2 PRODUCTS - NOT USED

SECTION 01 22 00 Page 1008

PART 3 EXECUTION - NOT USED

SECTION 01 22 00 Page 1009

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

01/17

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST HB 44 (2007) NIST Handbook 44: Specifications, Tolerances, and other Technical Requirements for Weighing and Measuring Devices

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit t he following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Weigh Scale Certification; G,AO

Weight Certificates

Bill of Lading

Displacement Gauges; G,AO

Gauging Tables; G,AO

On-Site Scales; G,AO

1.3 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below.

All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

SECTION 01 22 00 Page 1010

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

a. Payment will be made for costs associated with a single mobilization and a single demobilization. This covers all base bid and option line items.

This item also includes all costs associated with permforming surveys and submitting the required information, in the formats specified. Also included are all costs associated with any photographs and videos required in section 01 32 16 CONSTRUCTION PROGRESS DOCUMENTATION. This item also includes all work associated with the removal, temporary storage, re-installation of the navigation light pole, to include providing all nuts, and other materials required, the leveling the base of the the light pole, any coordination, and documentation of all communication with the U.S.

Coast Guard (USCG).

1.3.1.2 Unit of Measure

Unit of measure: job (JA).

1.3.2 Closeout Submittals (As-built and Record Drawings and files)

1.3.2.1 Payment

Payment will be made for costs associated with performing all work as required in section 01 78 00 CLOSEOUT SUBMITTALS. Include the cost of all labor, equipment, and any other items not listed.

1.3.2.2 Unit of Measure

Unit of measure: job (JA).

1.3.3 Removal and Storage of Large Cut Stone

1.3.3.1 Payment

Payment will be made for all costs associated with the performing the removal of large cut stones, beach material and debris, stockpiling the stone, and any disposal of stone or other materials that cannot be reused.

Included is all transportation, handling and any permits required.

1.3.3.2 Unit of Measure

Unit of measure: Job (JA).

1.3.4 Reinstallation of Large Cut Stone

1.3.4.1 Payment

Payment will be made for all costs associated with incorporating large cut stone into the new work as shown. This includes placement of stone at the crest of the pier and at the toe of the pier. Also included in this item are the costs associated with obtaining and installing large cut stones stored at the east pier. Stone from the east pier is only to be used if the quantity of stone removed from the west pier is insuffcient to repair the west pier as shown.

SECTION 01 22 00 Page 1011

1.3.4.2 Unit of Measure

Unit of measure: Job (JA)

1.4 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.4.1 Stone

Payment will be made for costs associated for all costs, to include, but not limited to, furnishing, transporting, stockpiling (if applicable), and placing the stone.

1.4.1.1 Payment

Payment will be made at the contract unit price ton in place for the following line items, which will constitute full compensation for providing all plant, labor, and materials, and performing all operations, including surveys, required to complete the work as specified, and as shown on the drawings. Provide stone materials consisting of new quarried materials.

Some of the items listed are base bid items and some are option bid items.

___ Bidding Schedule Designation ___

Bedding Stone

Underlayer Stone

Armor Stone

1.4.1.2 Measurement

Stone will be measured for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum will be rounded to the nearest whole ton. Surveys will not be used for measurement purposes other than to determine excess quantities to deduct from payment. The stone will be measured for payment by being weighed on approved scales before being placed in the work. Quarry weights will not be accepted. Use scales of sufficient length to permit simultaneous weighing all axle loads. Use scales that are inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. If scales located at the site of the work are used, certify as to accuracy by an acceptable scales company representative prior to weighing any stone. Scales will be checked and certified before stone hauling and rechecked and recertified whenever a variance is suspected. The Contractor is responsible for furnishing the scales. If commercial scales are readily available in close proximity 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh any stone in the presence of the Contracting Officer or the Contracting Officer's appointed Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite. New stone materials will be measured for

SECTION 01 22 00 Page 1012 payment will be by the ton (2,000 pounds) of material acceptably placed in the work, determined by carrier displacement or certified scale weight tickets, as approved by the Contracting Officer. Material placed beyond the tolerance limits will not be paid for. Any length of repair not completed will all types of stone specified will not be paid for The method of determining the quantity of material placed beyond tolerance limits will be made in accordance with paragraph, "Determination of Excess Stone" Any material wasted or used by the Contractor for other purposes and any material not placed in the required work in accordance with the requirements of the specifications and drawings will not be measured or paid for.

1.4.1.2.1 Method of Determining Weight with Delivery by Vessel or Barge

Include the Bill of Lading with every vessel or barge loaded at a quarry indicating the origin, specific type of stone and draft/freeboard readings on the vessel or barge. Only one type of stone will be allowed per vessel or barge.

1.4.1.2.1.1 Displacement Gauges

If stone is delivered by vessel or barge, the carrier, prior to use in connection with this work, be fitted by the Contractor at its own expense with gauges or such other facilities for determining displacement as may be required by, or be satisfactory to, the Contracting Officer. Do not use for this work carriers, which owing to their model or other cause cannot be accurately gauged for displacement. Use gauges graduated to the tenth of a foot, or to other suitable unit approved by the Contracting Officer. Use six gauges located as follows: two near each end on opposite sides and two amidship on opposite sides. Attach the gauges solidly to the hull itself, and wherever practicable, locate gauges inside the hull. If located inside the hull, make provisions for the free passage of the outside water to a vertical tube and for the ready measurement of the depth of the water within the tube. If located outside on wood hulls, protect gauges by solid fenders or be recessed into the planking, or if on steel hulls, the gauge marks may be placed directly on the plates and identified by punch marks.

Place gauges so that their zeros are below water when the carrier is in its normal trim, light and free from water. The installation of the gauges are subject to the approval of the Contracting Officer. Allow the Contracting Officer to be present at the installation of gauges and notify them a minimum of five (5) days prior to installation of gauges.

1.4.1.2.1.2 Gauging Tables

To facilitate the determination of the weight of each load, employ a gauging table prepared by an accredited agent satisfactory to the Contracting Officer for each carrier. Present the gauging table to show the cargo weight, in tons of 2,000 pounds, for each unit of measurement of the draft. If the lines of the carrier are such that the cubic feet of displacement for each measured unit of draft can be accurately calculated, base the gauging table upon the data, using 62.4 pounds as the weight of on cubic foot of water. If the lines of the carrier to be gauged are such as to render impracticable the preparation of the gauging table by the above described method, determine the weight for each unit of draft by measurement of displacement by actually loading stone of known weight.

Enter the weight thus obtained in the table for use in subsequent gauging.

If alterations are made in any carrier which will affect the accuracy of the gauging table, after it has been prepared, or if otherwise deemed necessary at any time by the Contracting Officer, remeasure the carrier and

SECTION 01 22 00 Page 1013 prepare a new gauging table. Furnish such labor and material as may be required in collecting data for the preparation of gauging tables. Include the cost of the labor and material so furnished in the contract unit price per ton for the items as applicable. Existing stone placed in lieu of new stone is excluded from measurement for payment for new stone.

1.4.1.2.1.3 Reading of Draft Gauges

Obtain readings to determine the draft before and after unloading. Use the difference in tonnage found between loaded and light, to determine the net weight to be paid. Determine the draft from the average of all six readings, weighting the readings of the middle gauges at double those of the end gauges. (G1 + G2 + 2xG3 + 2xG4 + G5 + G6) divided by 8 = average draft. At all draft readings the Contracting Officer is required to be present.

1.4.1.2.1.4 Uniform Loading

Load the carrier so as to cause uniform submergence. Load the carrier so that the increase in draft on the middle gauges, as a result of the load, does not differ by more than 0.5 feet from each other and any bow gauges and any stern gauges do not differ more than 1.5 feet from each other. If such is not the case, trim the carrier by shifting the stone until this limit is reached, before the stone will be accepted. If, however, the carriers proposed to be used by the Contractor are so built that they cannot be loaded as prescribed, and yet can be calibrated accurately for displacement under varying loads, such other method of determination of displacement as may be approved by the Contracting Officer may be used.

1.4.1.2.1.5 Readings in Still Water

Make all measurements for determining gauging table data and for load depths in still water as close to the work as is possible. The Contractor is required to place the carriers where such measurements can be accurately made.

1.4.1.2.1.6 Leaks

Provide all carriers used in transporting stone free of leaks such as would render accurate gauging difficult. Provide facilities for inspecting the hold of each carrier to determine whether leakage is occurring. Provide each carrier with adequate pumping facilities, and if water is found to be accumulating in the hold, pump the carrier dry before each gauging, both before and after unloading.

1.4.1.2.1.7 Variations During Unloading Operations

Lightening by pumping or by transfer of crews or supplies will not be permitted while stone is being discharged. Should any lightening become necessary, suspended the unloading of stone and take the draft readings before and after lightening, or, upon approval of the Contracting Officer's onsite representative, other record made of the amount removed. Remove the amount determined by the Contracting Officer from the net tonnage paid.

1.4.1.2.1.8 Carrier Designations

Plainly mark each carrier by a distinctive number, letter, or name. Do not change or give the distinctive number, letter, or name to any other carrier during the contract period.

SECTION 01 22 00 Page 1014

1.4.1.2.1.9 Verification of Measurements

The readings, other data, and calculations from which the gauging table and the tonnage are determined will be open to verification by the Contractor and are subject to the approval of the Contracting Officer. The Contractor is invited to be present in person or to be represented by an authorized agent during the measuring of carriers. When the displacements of the carriers are determined or redetermined, a record of allowed displacement for quantity determination will be sent to the Contractor. If the Contractor protests within 5 calendar days, the carrier will be remeasured with the Contractor present in person or be represented by an accredited agent so that correct measurements can be agreed upon. The Contractor will be given the weight of each load, as it is determined. Failure to protest within 5 calendar days will be taken as equivalent to expressing satisfaction with the measurements and weight of stone determined by the Contracting Officer.

1.4.1.2.2 Carriers Not Measured

In case any stone is delivered by carriers not measured for displacement and marked as herein described, furnish, with the Contracting Officer's approval, and at the Contractor's expense, means for properly and conveniently weighing such stone at the work site.

1.4.1.2.3 Method of Determining Weight with Delivery by Truck

Use certified weigh bills provided by the Contractor at the job site, from either on-site or off-site scales, for the method of measurement for determining the weight of stone materials delivered by truck. Unless otherwise approved by the Contracting Officer, the requirements are for weigh bills and the scales used for weighing of trucks and materials contained therein are as follows:

a. Provide scales that conform to the requirements of the National Bureau of Standards (NBS) Handbook NIST HB 44. The tolerance applications of the Handbook, as applicable to under registration and over registration and to tests involving digital indications or representations, applies. The manufacturer may not use a scale for weighing a load totaling more than the nominal capacity marked on the scale. Any portion of the load in excess of the nominal scale capacity will not be considered for payment.

(1) Check the accuracy of the scale. When a State scale inspector is not immediately available for checking the scale, the Contractor may, at its own expense, secure a check from a local official sealer of weights and measures, or the Contracting Officer, may give tentative approval, based on check truckloads weighed on other scales which bear an official seal placed in the current calendar year.

b. Weigh the total weight of a single highway vehicle as a single draft and may not be determined by adding together the results obtained by separately weighing each end of such vehicle, except that weighing of a coupled combination may be determined without uncoupling under the following conditions:

(1) The brakes are released.

SECTION 01 22 00 Page 1015

(2) There is no tension or compression on the drawbar.

(3) The approaches are straight and in the same level plane as the scale platform.

(4) The approaches are paved at least fifty (50) feet in each direction with a seal coat or higher type surfacing.

(5) The approaches are of sufficient width and length to ensure level positioning of vehicles during the weighing operation.

c. When a printout system is employed on a platform or surge bin scale, equip it with a printer, which prints the following information on a triplicate ticket for each truckload:

(1) Time.

(2) Date.

(3) Sequential ticket number (may be preprinted on ticket).

(4) Gross Weight.

(5) Tare Weight (Tare weigh trucks at least twice daily).

(6) Net Weight.

(7) Net accumulated job daily total.

(8) Truck identification number (or license plate number).

d. Only systems which are so interlocked as to allow printing only when the scale has come to a complete rest can be used.

1.4.1.2.3.1 Scales

For scales not equipped with the print-out system, as stated above, provide weigh bills that contain the same or equivalent data as specified for the print-out system. Certify Weigh bills, including printouts, by the signature of the scale operator, which attests that the information shown on the weigh bill is correct and is the weight(s) observed on the scale at the time of weighing. Certify each weigh bill by the contractor, attesting that the entire load was properly placed in the work, and show the time and date of weighing and the time and date of unloading. Mark each truck plainly by a distinctive number, letter, or name. Do not change the distinctive number letter or name or give it to any other truck during the contract period. The Government reserves the right to periodically inspect the weighing operations at the scales. Submit copies of waybills and delivery tickets during the progress of the work with the Contractor's daily Quality Control Reports. Before the final statement is allowed, file certified waybills and certified delivery tickets for all stone actually used.

1.4.1.2.3.2 On-Site Scales and Weigh Scale Certification

If an on-site scale is used, prior to the use thereof, submit details on the location and construction of the scale and a copy of the certification of the scale's accuracy from the local weights and measures regulating agency. Use on-site scales certified by the applicable local weights and

SECTION 01 22 00 Page 1016 measures regulating agency and as approved by the Contracting Officer. Use scales of the recording type and of the size required to weigh the materials and containers or vehicles. Use scales which include housing for the instruments and scale operator, with heat, lighting and ventilation.

1.4.1.2.4 Determination of Excess Armor Stone

All stone permitted by the Contracting Officer to remain outside the limits and tolerances of the cross sections of the structure, except variations so minor as not to be measurable, will be deducted from the quantity of new stone to be paid for. Weight of excess stone will be determined from the surveys, on the basis that the cubic feet of volume (excluding voids) for each type of stone, equal to 1 ton or 2,000 pounds for the bulk specific gravity and percentage of voids shown. If the bulk specific gravity of the stone furnished or the percentage of voids is other than as listed, contact the Contracting Officer before the final placement of stone and submit the new bulk specific gravity of stone place or the new percentage of voids, or both, if applicable. Recompute the cubic feet of volume equaling 2,000 pounds. Submit all data used in calculating the amount of excess stone.

a. The volume of excess armor stone will be calculated by comparing Digital Terrain Models (DTM) of 2 surfaces.

(1) Compare the DTM of the final after stone fill survey with the DTM of a surface 6" above the neatline. The DTM of a surface 6" above the neatline (DTM+18) can be created from the CADD files provided by the Government. Calculate the tonnage of armor stone above the DTM+18 surface as shown below. The Contractor will not be required to remove any excess armor stone and deductions for the weights will be made from contract payments for new stone. In addition to the above, armor stone which has been delivered to the site and has been lost or wasted or otherwise not properly incorporated into the final required work, will be deducted from the quantity for payment.

b. The method of calculating the tonnage of armor stone that will not be paid for is listed below:

(1) Assumed average stone SSD of 2.64.

(2) This approximately equals 2.22 tons per cubic yard (CY).

(3) The void spacing for armor stone is 37%.

(4) Formula to be used to calculate tonnage for non-payment:

[CY (above tolerance) x (1-void %)] x 2.22 = tonnage

(5) Sample calculation for 125 cubic yards of excess armor stone:

[125 CY x (1-0.33)] x 2.22 = 185.925 tons of excess armor stone fill for which payment will not be made.

(6) The tonnage will be rounded to the nearest '0.1' ton.

1.4.1.2.5 Surveys for Excess Volume

Perform survey work and measurements required for determination of excess volume computations for stone materials in the presence of the Government's Contracting Officer or the Contracting Officer's appointed representative, unless the requirement for the Government's presence is waived by the Contracting Officer. This survey is the "Survey After New Armor Stone Placement". Additional cross sections, elevations and soundings may be

SECTION 01 22 00 Page 1017 taken if determined necessary by the Government's on-site representative.

Prior to performing any work under this Section, coordinate all operations with the Government's on-site representative so that excess volume surveys will be made at the appropriate time. Base stone quantity computations entirely upon weights of new stone as determined from carrier displacement or certified scale weight tickets. Existing stone placed in lieu of new stone from off-site sources is excluded from measurement for payment.

1.4.1.3 Unit of Measure

Unit of measure: ton (2,000 pounds)(TN)

1.4.2 Geotextile

1.4.2.1 Payment

Payment will be made for all costs associated for "Geotextile", which includes providing the geotextile, and performing all operations required to complete the work as specified, and as shown. The following items are included in the contract unit price and will not be counted a second time in the process of determining the extent of geotextile placed: Material and associated equipment and operation used in laps, seams, or extra length; securing pins and associated material, equipment, and operations.

No payment will be made for geotextiles replaced because of waste, contamination, damage, repair, or due to Contractor fault or negligence.

1.4.2.2 Measurement

Installed geotextile will be measured for payment in place to the nearest square yard of area as delineated in the drawings.

1.4.2.3 Unit of measure

Unit of measure: square yard (SY).

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 22 00 Page 1018

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

CONSTRUCTION PROGRESS DOCUMENTATION

11/09

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SCHEDULE

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

1.4 UPDATED SCHEDULES

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 PHOTOGRAPHS

3.1.1 Camera

3.1.2 Photograph Naming

3.1.3 Required Photographs

3.2 VIDEOS

SECTION 01 32 16 Page 1019

SECTION 01 32 16

CONSTRUCTION PROGRESS DOCUMENTATION

11/09

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule; G, AO

SD-02 Shop Drawings

Photographs

Videos

SD-03 Product Data

Camera; G, AO

1.2 SCHEDULE

a. Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Bar Chart Schedule, except as modified in this contract.

b. The acceptance of a Baseline Construction Schedule is a condition precedent to:

(1) The Contractor starting work on the contract.

(2) Processing Contractor's invoice(s) for construction activities/items of work.

(3) Review of any schedule updates.

c. Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart showing submittals, government review periods, material and equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. Time scale the Bar Chart and generate it

SECTION 01 32 16 Page 1020 using an electronic spreadsheet program.

1.4 UPDATED SCHEDULES

Update the Construction schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

The following paragraphs describe the requirements for obtaining photographs and videos of the work being performed. Provide enough personnel and equipment on-site to record all photographs and videos as described, at all locations of work.

3.1 PHOTOGRAPHS

3.1.1 Camera

a. Submit list of equipment to be used for acquiring digital photographs.

The camera used to take the photographs may be the same for recording the videos.

b. Use a digital camera with the following minimum specifications:

(1) Sixteen (16) megapixel

(2) Use the finest resolution setting for the camera.

(3) Use the .JPG file format for the photograph.

3.1.2 Photograph Naming

a. Name photographs according to a naming convention that describes the photograph. Use a naming convention containing the following:

(1) VER_west_2020

(2) Type of work photographed (i.e. Armor Stone Placement, Surveys, etc.)

(3) {date}

(4) {time, based upon 24-hour clock}

(5) {Sequential number starting at 001 each day}

b. Choose a format approved by the Government at the pre-construction meeting.

3.1.3 Required Photographs

(1) Stone Removal - When any existing stone is removed. A single

SECTION 01 32 16 Page 1021 photograph is required of each stockpiled material, when, and as directed by the Contracting Officer.

(2) Stone Delivery and Placement

(a) As an exception to the weekly photographs, obtain a photograph of each load of each type of stone delivered to the job site, regardless how many scows of stone arrive each week. Zoom this photograph to show any area of 3' x 3' of only the core stone. For armor stone, zoom the photograph to show a minimum of three entire stones. These photographs may be obtained at any time prior to actual placement.

(3) Survey Equipment - Single photographs of all survey equipment used, other than conventional equipment, are required. For the multibeam and vessel-mounted lidar, a photograph of all associated and peripheral equipment, to include sensors, and the boat, are required.

3.2 VIDEOS

a. Record all videos in 1080p HD (High Definition) with sound recorded, capable of playback with Windows Media Player on computers with Windows

10. Use the same file naming convention with the photographs.

b. Every day that photographs are taken, record a video of the same work, unless the Contracting Officer directs that videos are not required.

Obtain videos of live action.

(1) Record every video for 30 seconds in length unless approved by the Contracting Officer or longer as directed by the Contracting Officer.

(2) Correspond the videos with the photographs required above.

(3) While recording the videos, the Contracting Officer may direct the contractor to zoom to different/multiple magnifications.

(4) Submit all videos with the daily quality control reports.

(5) The Government may have additional requirements, regarding the location or view of the videos. Under water videos are not required.

b. When all work is completed, obtain a video of the completed work. The Contracting Officer will determine the vantage point, zoom, and panning directions, on site at the time of recording. This may require the use of a boat.

c. Use the same file naming convention for the videos as for the photographs.

SECTION 01 32 16 Page 1022

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, CHG 4: 02/21

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

1.1.3 Submission of Submittals

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

1.5.2.2 Format for SD-02 Shop Drawings

1.5.2.2.1 Drawing Identification

1.5.2.3 Format of SD-03 Product Data

1.5.2.3.1 Product Information

1.5.2.3.2 Standards

1.5.2.3.3 Data Submission

1.5.2.4 Format of SD-04 Samples

1.5.2.4.1 Sample Characteristics

1.5.2.4.2 Sample Incorporation

1.5.2.4.3 Comparison Sample

1.5.2.5 Format of SD-05 Design Data

1.5.2.6 Format of SD-06 Test Reports

1.5.2.7 Format of SD-07 Certificates

1.5.2.8 Format of SD-08 Manufacturer's Instructions

1.5.2.8.1 Standards

1.5.2.9 Format of SD-09 Manufacturer's Field Reports

1.5.2.10 Format of SD-11 Closeout Submittals

1.5.3 Source Drawings for Shop Drawings

1.5.3.1 Source Drawings

1.5.3.2 Terms and…